International Journal of Concrete Structures and Materials

Table 3 Specimen list

From: Estimation of Compressive Strength and Member Size of Steel Fiber Reinforced Concrete Using Stress Wave-Driven Nondestructive Test Methods

Specimen name		Steel fiber volume fraction
SFVF0D600	SFVF0D400	0
SFVF0D500	SFVF0D350	0
SFVF0S300	SFVF0S150	0
SFVF0S200	SFVF0S100	0
SFVF0.75D600	SFVF0.75D400	0.75
SFVF0.75D500	SFVF0.75D350	0.75
SFVF0.75S300	SFVF0.75S150	0.75
SFVF0.75S200	SFVF0.75S100	0.75
SFVF1D600	SFVF1D400	1
SFVF1D500	SFVF1D350	1
SFVF1S300	SFVF1S150	1
SFVF1S200	SFVF1S100	1

SFVF steel fiber volume fraction/0, 0.75, 1%, D deep, S shallow

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